Shock-Absorbing Blocks Made of HPFRCC for Better Girder-End Structures

  • K. Rokugo
  • H. Hatano
  • T. Nakashima
  • Y. Sakaguchi
  • M. Yamakami
  • K. Kobayashi
Part of the RILEM State of the Art Reports book series (RILEM, volume 2)

Abstract

The authors intend to propose shock-absorbing blocks to be placed at the girder-ends of bridges with the aim of reducing the joint gaps. These blocks are made to have an effect of alleviating possible colliding forces between main girders and the parapet walls of abutments during an earthquake, as well as an effect of restraining the displacement of superstructures. The post-earthquake restorability of these blocks is also considered. Static loading tests in horizontal and vertical directions were conducted on these blocks to investigate their properties. These shock-absorbing blocks showed excellent deformability and were found to be capable of reducing the girder-end joint gaps.

Keywords

Ground Motion Failure Mode Cementitious Composite Recovery Ratio Highway Bridge 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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References

  1. 1.
    Japan Road Association: Design Specifications of Highway Bridges, Part V, Seismic Design (2002)Google Scholar
  2. 2.
    Japan Road Association: The Documents on Seismic Design of Highway Bridges, pp.1–139 (1997) (in Japanese)Google Scholar

Copyright information

© Springer-Verlag Berlin Heidelberg 2012

Authors and Affiliations

  • K. Rokugo
    • 1
  • H. Hatano
    • 2
  • T. Nakashima
    • 1
  • Y. Sakaguchi
    • 3
  • M. Yamakami
    • 1
  • K. Kobayashi
    • 1
  1. 1.Gifu UniversityJapan
  2. 2.Nakanihon Engineering ConsultantsNagoyaJapan
  3. 3.Maruei Concrete IndustryHashimaJapan

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